Drawings_Building_680_KRSM_152043.pdf
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- Bldg. 680 Construct Classroom Addition Federal contract opportunity
- Solicitation number
- FA8201-16-B-0003
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DRAWINGS KRSM152043
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HILL AFB, UTAH
SHEET OF
OGDEN, UTAH
HILL AIR FORCE BASE
GSBS ARCHITECTS
DESIGNER
A-E FIRM
DESCRIPTION BY
ENGINEERING ASSISTANT
DATE
DATE
DATE
DATE
REVISION
DATE
DATE
DATE
HILL AIR FORCE BASE
ELECTRICAL REVIEW
MECHANICAL REVIEW
CIVIL/STRUCTURAL REVIEW
PHYS HANDICAP/INT DESIGN
BASE COMPREHENSIVE PLANNER
ARCHITECTURAL COMPATIBILITY
DEPARTMENT OF THE AIR FORCE
75TH AIR BASE WING
75TH CIVIL ENGINEERING GROUP
DATE
DATE
DATE
DATE DATE
WORK REQUEST NO.
KRSM NO.
BASE PROJECT MANAGER
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
COMMUNICATIONS
SAFETY
DATE FIRE DEPARTMENT
BIOENVIRONMENTAL REVIEW
ENVIRONMENTAL REVIEW
CUSTOMER-FUNCTIONAL REVIEW
CORROSION ENGINEER
ENERGY CONSERVATION REVIEW
FIRE PROTECTION REVIEW
SECURITY FORCES
CHIEF PROJECT MANAGEMENT
CHIEF ENGINEER
MAINTENANCE ENGINEERING
FORCE PROTECTION
APPROVED-75 CEG
ARCHITECTURAL REVIEW DATE
DEPARTMENT OF THE AIR FORCE
75th AIR BASE WING
75TH CIVIL ENGINEER GROUP
PROJECT ARCHITECT
GSBS ARCHITECTS
375 WEST 200 SOUTH
SALT LAKE CITY, UT 84101
PHONE: 801.521.8600
FAX: 801.521.7913
MECHANICAL ENGINEER
COLVIN ENGINEERING ASSOCIATES
244 WEST 300 NORTH, SUITE 200
SALT LAKE CITY, UTAH 84103
PHONE: 801.322.2400
FAX: 801.322.2416
ELECTRICAL ENGINEER
ENVISION ENGINEERING
240 E. MORRIS AVE., SUITE 200
SALT LAKE CITY, UT 84115
PHONE : 801.428.3396
FAX: 801.534.1080
STRUCTURAL ENGINEER
REAVELEY ENGINEERS + ASSOC.
675 EAST 500 SOUTH, STE. 400
SALT LAKE CITY, UTAH 84102
PHONE: 801.486.3883
FAX: 801.485.0911
SUBMITTAL
DATE
FINAL
58149
CIVIL ENGINEER
CALDWELL RICHARDS SORENSON
2060 EAST 2100 SOUTH
SALT LAKE CITY, UTAH 84109
PHONE: 801.339.5565
FAX: 801.359.4272
FIRE PROTECTION ENGINEER
PROTECTION CONSULTANTS, INC.
1199 SOUTH MAIN STREET, SUITE 101
CENTERVILLE, UT 84014
PHONE : 801.295.6070
COST CONTROL
PARAMETRIX, INC.
7186 SOUTH HIGHLAND DRIVE
SALT LAKE CITY, UTAH 84121
PHONE : 801.733.5900
FAX : 801.733.5500
KRSM 152043
G-000
BLDG. 680 CLASSROOM ADDITION
EMH
DP
ROBERT MILLER
152043
BLDG. 680 TRAINING CLASSROOM ADDITION
HAFB BUILDING 680
02/26/2016
152043
02/26/2016SCOPE OF WORK
CLIN001 (CIP funding): Construct new training classroom addition on East side of building 680. Addition shall contain two training class rooms, break room expansion, and equipment platform above ceiling for HVAC. New entry and re-configuration of corridor shall be incorporated into new addition but are funded under CLIN 002. Re-route existing underground utilities around new addition.
CLIN 002 (M&R funding): Demolish and construct new building entry, Re-configure corridor. Replace fire alarm control and remote annunciator panels. Modifications to two existing doors at South-East toilet room corridor. Revise existing HVAC in Conference Room 101. Emergency shutdown switches and control for all HVAC systems in Building 680.
REF.REF.REF.
BREAKROOM
CLASSROOM A
CLASSROOM B
ENTRYCORRIDOR
EXIT (0.15)
114 OCC
23" R 32" P
1st
TR
AVE
L D
IST
ANCE:
'-0
(REQUIRED EXIT
WIDTH INCLUDES
LOAD FROM
HANGAR BASED
ON INFORMATION
AVAILABLE)
EXIT (0.15)
18 OCC
3" R 32" P
1st
30 26
EXIT (0.15)
26 OCC
6" R 32" P
1stEXIT (0.15)
31 OCC
7" R 32" P
1st
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GRAPHIC SYMBOLSABBREVIATIONS
VICINITY MAP LOCATION MAP DRAWING INDEX
MATERIALS/LEGEND
RM NAME
A3.6
A101
A3.6
A101
A
B
C
D A201 A6
100'-0" A.F.F.
96'-0"
ELEVATION CONTROL POINT
SHEET WHERE ELEVATION IS DRAWN
ELEVATION IDENTIFICATION
BUILDING/WALL SECTION SYMBOL
SHEET WHERE SECTION IS DRAWN
SHEET WHERE DETAIL IS DRAWN
FRAGMENT RETENTION FILM
FAMILY SUPPORT CENTER
HILL AIR FORCE BASE
GENERAL CONTRACTOR
FIRE EXTINGUISHER
EXPANSION JOINT
CABINET
GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
CONTRACTOR INSTALLED
ELEVATION
EQUAL
EACH SIDE
EXISTING
EXPANSION
EXTERIOR
ELECTRIC WATER COOLER
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FINISH FLOOR
FINISH
FLOOR
FOOTING
GAGE/GAUGE
GALVANIZED
GOVERNMENT FURNISHED
GROUND
GOVERNMENT
GYPSUM WALL BOARD
GYPSUM WALL BOARD
HANDICAPPED
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
ELEVATION
GALLONS PER MINUTE
GALLON
EACH FACE
HEADED STUD ANCHOR
EACH WAY
CONSTRUCTION JOINT C.J.
GALV.
CONTRACTION JOINT
CONCRETE MASONRY UNIT
CONCRETE
CONTINUOUS
CONSTRUCTION
COORDINATE
DEPARTMENT
DEFORMED BAR ANCHOR
DIA.
DTL.
DWGS.
DEPT
DET.
D.B.A.
DIAMETER
DETAIL
DRAWINGS
DETAIL
C.T.J.
CLG.
CLR.
CMU
COL.
CONC.
CONT.
CONST.
COORD.
DBL. DOUBLE
CEILING
CLEAR
COLUMN
H.A.F.B.
H.S.A.
HC.
HDW.
H.M.
HORIZ.
HR.
GYP. BD.
GND.
GOVT.
GWB.
GPM
G.C.
GFGI
GFCI
L ANGLE
TESTING MATERIALS
ADJUSTABLE
ABOVE FINISH FLOOR
AMERICAN SOCIETY FOR
BITUMINOUS
BENCHMARK
BOTTOM OF
APPROXIMATE
BASE PLATE
ANCHOR BOLT
ARCHITECTURAL
BITUM.
BD.
BLDG.
B.M.
B.O.
BRG.
BTWN.
CER.
B.P.
BOT. BOTTOM
BEARING
BETWEEN
CERAMIC
BOARD
BUILDING
ADJ.
A.F.F.
ALUM.
A.S.T.M.
APPROX.
A.B.
ARCH.
ABV.
ALUMINUM
ABOVE
F.E.
FLR.
F.R.F.
FTG.
GA.
GAL.
FT. FEET
F.E.C.
F.F.
FIN.
EXPAN.
F.S.C.
EXT.
E.W.C.
F.D.
FDN.
ELEV.
EQ.
E.S.
EXIST.
E.W.
CENTER LINE
CL
NUMBER
AT
DIAMETER
E.J.
EA.
EL.
E.F.
EACH
N.T.S. NOT TO SCALE
T.O.W.
U.N.O.
PL. LAM.
P.S.I.
PNTD.
PROT.
P.S.F.
P.L.F.
OHD
PERP.
OPP.
PART.
P.C.F.
O.C.
O.D.
O.H.
O.F.
VCT PLASTIC LAMINATE
POUNDS PER SQUARE INCH
POUNDS PER LINEAL FOOT
SQUARE FOOT
PROTECTION
POUNDS PER
PAINTED
W/
WD.
VERT.
VEST.
VNR.
OUTSIDE DIAMETER
POUNDS PER CUBIC FOOT
OVERHEAD DOOR
PERPENDICULAR
OPPOSITE
PARTITION
ON CENTER
OVERHEAD
OUTSIDE FACE
TV
VCR
T.O.F.
T.O.S.
TYP.
VINYL COMPOSITION
WITH
WOOD
TILE
VERTICAL
VESTIBULE
VENEER
VIDEO CASSETTE
TOP OF FOOTING
TOP OF SLAB
TOP OF WALL
UNLESS NOTED
TELEVISION
RECORDER
OTHERWISE
OR SIDWALK
TYPICAL
REVISION
ROOM NUMBER
DOOR NUMBER
OR DATUM POINT
REINF.
REQ'D
SPEC.
SUSP.
T.O.C.
SUPER.
SCHED.
I.D. INSIDE DIAMETER
MISC.
M.O.
MTL.
N.I.C.
NO.
MECH.
MIN.
MAT.
MFR.
M.C.J.
LAV.
LT.
MANUF.
MAINT.
MAX.
LT. WT.
INFO.
INSUL.
I.F.
IN.
MASONRY OPENING
NOT IN CONTRACT
MASONRY CONTROL JOINT
MISCELLANEOUS
METAL
NUMBER
MECHANICAL
MATERIAL
MANUFACTURER
MINIMUM
T
THRU
T.O.
T.O.A.
STD.
STR.
LAVATORY
MANUFACTURER
MAINTENANCE
LIGHT WEIGHT
LIGHT
MAXIMUM
INFORMATION
INSULATION
INSIDE FACE
INCHES
SHT.
SQ.
ST
SIM.
STC
RM.
R.O.
SHR.
HYD
HT.
HVAC
AIR CONDITIONING
HEATING/VENTILATION/
HYDRANT
HEIGHT
R.D.
RAD.
QTY.
REQUIRED
TEMPERED GLASS
TOP OF ASPHALT
TOP OF CURB
THROUGH
TOP OF
COEFFICIENT
STANDARD
STRUCTURAL
SUSPENDED
SUPERVISOR
ROUGH OPENING
SPECIFICATION
SOUND TRANSMISSION
SHEET
SQUARE
STEEL
SIMILAR
ROOM
SHOWER
SCHEDULE
SECTION REFERENCE
ELEVATION SYMBOL
DETAIL SYMBOL
DETAIL NUMBER
GRID LINES
ROOF DRAIN
RADIUS
REINFORCED
QUANTITY
GRAVEL
EARTH
QUARRY/CERAMIC TILE
CONCRETE (POURED IN PLACE)
GYPSUM BOARD OR SETTING BEDS
INSULATION (BATT & BLANKET)
INSULATION (RIGID/SEMI-RIGID)
PLYWOOD
CONTINUOUS ROUGH WOOD
METAL (LARGE SCALE)
BLOCKING, ROUGH WOOD
FACE BRICK
CONCRETE MASONRY UNIT
FINISH FLOOR
Grid
Grid
WINDOW TYPE
KEYNOTE
PROJECT LOCATION
CODE CRITERIA
HAZARDOUS MATERIALS
LEAD BASED PAINT AND ASBESTOS INSPECTION
REPORTS HAVE BEEN CONDUCTED FOR THIS
PROJECT. THESE REPORTS INDICATE WHERE
MATERIALS THAT HAVE BEEN FOUND, BUT DO NOT
NECESSARILY INDICATE THAT NO OTHER
LOCATIONS ARE PRESENT.
IF ENCOUNTERED, CONTACT HAFB PROJECT
MANAGER IMMEDIATELY.
ROY GATE
CONTRACTING
6083 ASPEN AVE
BUILDING 1289 NE
WEST GATE
SOUTH GATE
CIVIL ENGINEER
5713 LAHM LANE
BUILDING 593 N
FIELD VERIFY F.V.
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL MECHANICAL CODE
2012 INTERNATIONAL PLUMBING CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2012 INTERNATIONAL FUEL GAS CODE
2012 FIRE SAFETY CODE, NFPA 1
2012 LIFE SAFETY CODE, NFPA 101
NATIONAL ELECTRIC CODE, NFPA 70
NATIONAL ELECTRIC SAFETY CODE, ANSI C2
PROJECT
LOCATION
EDGE OF EO
GI001
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DRAWING INDEX
Sheet Number Sheet Name
SB101 FOOTING & FOUNDATION PLANS
SB501 FOOTING & FOUNDATION DETAILS
SB502 FOOTING & FOUNDATION DETAILS
SB601 STRUCTURAL SCHEDULES
SB602 STRUCTURAL SCHEDULES
SF101 FLOOR FRAMING PLANS
SF102 ROOF FRAMING PLAN
SF501 FRAMING DETAILS
SF502 FRAMING DETAILS
SF503 FRAMING DETAILS
SF601 STRUCTURAL SCHEDULES
SF602 STRUCTURAL SCHEDULES
MECHANICAL
MOO1 MECHANICAL LEGEND, SYMBOLS & ABBREVIATIONS
MD101 MECHANICAL DEMOLITION FLOOR PLAN
MH101 MECHANICAL FLOOR PLANS
MH102 ROOF MECHANICAL AND PLUMBING PLAN
MH301 MECHANICAL SECTION
MH501 MECHANICAL AND PLUMBING DETAILS
MH601 MECHANICAL AND PLUMBING SCHEDULES
PL101 LEVEL 1 PLUMBING PLAN
ELECTRICAL
EG001 SYMBOL SCHEDULES
EG002 SYMBOL SCHEDULES
EG501 ELECTRICAL DETAILS
ED101 ELECTRICAL DEMOLITION PLAN
EL101 LIGHTING PLANS
EL601 LIGHT FIXTURE SCHEDULE, MECH. & ONE-LINE DIAGRAM
EP101 ELECTRICAL FLOOR PLANS
EP102 GROUND RING MODIFICATION PLAN
EP701 LIGHT FIXTURE SCHEDULE, MECH. & ONE-LINE DIAGRAM
FIRE PROTECTION
FP-101 FIRE SPRINKLER PLAN
FP-102 FIRE ALARM PLAN
DRAWING INDEX
Sheet Number Sheet Name
GENERAL
G-000 BLDG. 680 CLASSROOM ADDITION
GI001 SHEET INDEX, MAP AND LEGEND
CIVIL
CD101 EXISTING CONDITIONS & DEMOLITION PLAN
CU101 SITE IMPROVEMENT & UTILITY PLAN
CG101 SITE GRADING PLAN
CU501 DETAILS
CU502 DETAILS
CU503 DETAILS
CU504 DETAILS
CU505 DETAILS
CU506 DETAILS
CE101 SWPPP PLAN
ARCHITECTURAL
AD101 EAST DEMOLITION- FLOOR PLAN
AD301 ELEVATIONS-DEMOLITION
AT101 TEMPORARY CONSTRUCTION FLOOR PLAN
AE200 FLOOR PLAN-PARTIAL LEVEL 1
AE201 FLOOR PLAN-LEVEL1 & EQUIPMENT PLATFORM
AF202 FFE PLAN
AE203 ROOF PLAN
AE204 WTFI & FINISH SCHEDULE
AE301 ELEVATIONS
AE401 SECTIONS
AE501 INTERIOR ELEVATIONS
AE510 DOOR & WINDOW SCHEDULE
AE601 REFLECTED CEILING PLAN & CEILING DETAILS
AE 801 DETAILS
AE 802 DETAILS
STRUCTURAL
S001 GENERAL STRUCTURAL NOTES
S002 GENERAL STRUCTURAL NOTES
S003 GENERAL STRUCTURAL NOTES
AD3011
AD301
REMOVE EXISTING
WINDOWS AND CMU
BELOW WINDOWS TO
BELOW SLAB.
STRUCTURAL COLUMN
TO REMAIN.
REMOVE EXISTING
CONCRETE WALKWAY
EXISTING COLUMN.
REMOVE CMU
SURROUND. STEEL
COLUMN TO REMAIN.
REMOVE EXISTING
CLERESTORY WINDOW
COMPLETE. PREP.
OPENING FOR BLOCK
INFILL.
SEE ELECTRICAL AND
FIRE PROTECTION
DRAWINGS FOR
INFORMATION
REGARDING
DEMOLITION OF FIRE
ALARM PULL STATION,
A/V DEVICE PANELS
AND ANNOUNCIATOR
PANEL
REMOVE FLOOR
COVERINGS COMPLETE.
REMOVE EXISTING
WALL AND WINDOWS
COMPLETE
WALL TO BE REMOVED
DOOR TO BE REMOVED
ITEMS TO BE REMOVED
EXISTING ITEM TO REMAIN
NOTES:
STRUCTURAL COLUMNS TO REMAIN U.N.O.
STRUCTURAL, MECHANICAL, ELECTRICAL
& FIRE SUPPRESSION DEMOLITION SHOWN
FOR REFERENCE ONLY. SEE DISCIPLINE
DRAWINGS FOR INFORMATION.
WHERE FLOOR COVERINGS ARE REMOVED,
SCRAPE TO REMOVE ALL GLUES AND
ADHESIVES, CLEAN AND PREP FLOORS AS
REQUIRED FOR NEW FINISH PER
MANUFACTURERS RECOMMENDATIONS.
WHERE DEMOLISHED WALLS AND PARTITIONS
ABUT EXISTING CONSTRUCTION TO REMAIN,
PATCH AND REPAIR ELEMENTS TO REMAIN
SUCH THAT THERE IS NO TRACE OF PREVIOUS
CONSTRUCTION.
CEILING TO BE REMOVED
FLOOR FINISHES
TO BE REMOVED
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1/8" = 1'-0"AD101
1 EAST DEMOLITION Level 1-FLOOR PLAN
PROJECT NORTH
0'8' 4' 8' 16'
DEMOLITION LEGEND
TRUE
NORTH
Level 1 100' - 0"
SOFFIT
110' - 0"
SHOWN ON ANGLE SHOWN ON ANGLE
PORTION OF GUTTER,
FASCIA AND SOFFIT TO
REMAIN. SEE 2/AD301
REMOVE EXISTING
INTERNAL GUTTER,
FASCIA AND SOFFIT
COMPLETE, INCLUDING
SOFFIT FRAMING.
STRUCTURAL STEEL TO
REMAIN.
EXISTING COLUMN TO
REMAIN.REMOVE PORTION OF
EXISTING WALL.
REMOVE STOREFRONT
SYSTEM. HEADER AT
WINDOW AND STEEL
COLUMN TO REMAIN
REMOVE CMU @
EXISTING COLUMN.
STEEL COLUMN TO
REMAIN
Level 1 100' - 0"
SOFFIT
110' - 0"
SHOWN ON ANGLE
REMOVE EXISTING
INTERNAL GUTTER,
FASCIA AND SOFFIT
COMPLETE, INCLUDING
SOFFIT FRAMING.
STRUCTURAL STEEL TO
REMAIN.
REMOVE CMU @
EXISTING COLUMN.
STEEL COLUMN TO
REMAIN
REMOVE EXISTING
WALL AND
STOREFRONT SYSTEM.
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1/8" = 1'-0"AD301
1 EAST ELEVATION-DEMOLITION 0'8' 4' 8' 16'
1/8" = 1'-0"AD301
2 SOUTH ELEVATION- DEMOLITION
CONSTRUCTION BARRICADE
5'-0" TALL
PLYWOOD INFILL
PARTITION AT
WINDOW LOCATIONS
PLYWOOD ACCESS
TUNNELS TO
PROTECT
OCCUPANTS AS
THEY ACCESS THE
BUILDING.
THIS SHEET IS FOR INFORMATION ONLY FOR
CONTRACTOR IN THE PHASING OF THE PROJECT.
MEANS AND METHODS ARE LEFT TO THE
CONTRACTOR.
NOTE:
PROVIDE GATE IN
BARRICADE FOR
COMM. ROOM
ACCESS.
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61 1/16" = 1'-0"AT101
1 OVERALL PLAN - Level 1 Temporary Construction PROJECT NORTH0'16' 8' 16' 32'
PROVIDE SECURE ACCESS
VIA THIS LOCATION PRIOR
TO CONSTRUCTION
ACTIVITIES.
CHANGES TO DOORS 106
& 107 TO REMAIN AFTER
CONSTRUCTION IS
COMPLETE.
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DE
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GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE200
FL
OO
R
PL
AN
-P
AR
TIA
L L
EV
EL
De sig ne r
Au tho r
Ch ec ke r
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
LD
IN
G
Ap pr ov er
/26
/20
1/8" = 1'-0"AE200
1 FLOOR PLAN-PARTIAL LEVEL 1
KEYPLAN
A
B
PROJECT NORTH
0'8' 4' 8' 16'
REF.
REF.
AE301
AE301
BREAKROOM
ENTRY
CORRIDOR
CLASSROOM B
CLASSROOM A
AE401
AE401
AE401
ALIGN
ALIGN
AE3011
42'-0"
4'-0" 3'-4" 27'-4" 3'-4" 4'-0"
'-0
'-9
'-0
4' -0
3'
-4
'-4
3'
-4
4' -0
5'
-4
8' -8
'-0
8' -8
5'
-4
ALIGN
20'-8 1/4" 3'-4" 18'-0"
EQ EQ
1'-8" +/- 15'-4"
3' -4
AE501 10
AE501 24
AE501
AE501
6' -0
6'-0"
6'-0"
8' -4
A
A
D
C
D
NEWEXISTING
NEWEXISTING
INFILL OPENING IN
WALL W/ CMU. FINISH
BLOCK ON
CONFERENCE ROOM
SIDE TO MATCH
EXISTING. RE-PAINT
ENTIRE WALL TO
CREATE A CONSISTENT
FINISH.
NEW STRUCTURAL
STEEL COLUMN WITH
CMU SURROUND.
MATCH EXISTING
BLOCK COLOR &
PATTERN, TYP FOR (2).
ALIGN W/ EXISTING
COLUMNS.
ROOF DRAIN LEADERS
B
ROOF DRAIN LEADERS
SMART BOARD GFGI
PROVIDE BLOCKING
SMART BOARD GFGI
PROVIDE BLOCKING
N.I.C.
N.I.C., TYP.EXISTING
DRINKING
FOUNTAIN
WALL MOUNTED T.V.
GFGI. PROVIDE
BLOCKING.
MEZZANINE ACCESS
ABOVE
CONDENSING UNITS.
SEE MECH. FOR
INFORMATION
KNOX BOX @
48" A.F.F.
LINE OF NEW SLAB
LINE OF NEW CONC. SLAB
12" FURRED SPACE FOR
WATER LINE. COORDINATE
WITH PLUMBING.
2'-8"
2' -8
4A
5A
PROVIDE PAINTABLE,
FLUSH CLEANOUT
COVER IN WALL.
COORDINATE WITH
PLUMBING
CONTRACTOR
PROVIDE PAINTABLE,
FLUSH CLEANOUT
COVER IN WALL.
COORDINATE WITH
PLUMBING
CONTRACTOR
DOWNSPOUT
PATCH HOLE IN CMU WITH
SOLID GROUTED CMU.
COORDINATE WITH MECH.
AE401
EQUIPMENT
PLATFORM
PROVIDE STEEL GUARDRAIL
@ OPEN EDGES OF
MEZZANINE. PAINTED
SAFETY YELLOW.
OPENING IN FLOOR.
PROVIDE DROPDOWN
ACCESS LADDER.
LADDER TO BE
MFR. LOUSVILLE LADDER
MODEL: AL258P
RATED FOR 350 LBS OR
EQUAL
D2C
'-8
/4
16'-5 1/4"
INDUSTRIAL GUARDRAIL
AE201
1. DIMENSIONS ARE TO FACE OF EXISTING
CONSTRUCTION TO CENTERLINE ON
NEW STUD WALLS AND TO FACE OF NEW
MASONRY WALLS, U.N.O.
2. SEE SHEET AE204 FOR WALL TYPES
AND FINISH INFORMATION.
3. SEE SHEET AE510 FOR DOOR AND
FRAME INFORMATION.
4. WHERE PREVIOUS OPENINGS ARE TO BE
INFILLED, MATCH METHOD OF
CONSTRUCTION. FINISH NEW WORK
AND BLEND INTO EXISTING WORK TO
REMAIN SUCH THAT THERE IS NO
DISCERNABLE TRANSITION FROM
EXISTING TO NEW.
SOFFIT
110' - 0"
PLATFORM
110' - 0"
1"
3-5/8" COLD-FORMED
METAL STUD
CEILING AS
SCHEDULED
5/8" TYPE X GYPSUM
BOARD
CORNERBEAD
FIRE TREATED
PLYWOOD FLOORING.
RE:STRUCTURAL
PAINTED STEEL PIPE
RAILING
ALUMINUM ATTIC
LADDER. SEE SPECS.
4" DIA. STEEL POST
BASE PLATE
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
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H A R C
I T E
C T
UOF
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B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE201
FL
OO
R
PL
AN
-L
EV
EL
1 & E
QU
IP
ME
NT
P
LA
TF
OR
M
EM
H
DP
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
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HA
FB
B
UI
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RO
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RT
M
ILL
ER
/26
/20
1/8" = 1'-0"AE201
1 FLOOR PLAN - Level 1 PROJECT NORTH 0'8' 4' 8' 16'
1/8" = 1'-0"AE201
2 FLOOR PLAN- EQUIPMENT PLATFORM
GENERAL NOTES
TRUE
NORTH
KEYPLAN
A
B
3" = 1'-0"AE201
3 FLOOR OPENING DETAIL
AE301
AE301
AE401
AE401
AE401
AE3011
PRIMARY ROOF DRAIN
AND OVERFLOW
CRICKET TO PROVIDE
POSITIVE DRAINAGE,
MIN. 1/8"/FT AT
VALLEYS
PREFINISHED METAL
CAP FLASHING
BUILT UP ROOFING
SYSTEM
EXISTING NEW
STEEL BEAM @ SOFFIT
EDGE. SEE
STRUCTURAL.
NEW METAL GUTTER .
COLOR TO MATCH
EXISTING. TIE GUTTER
TO EXISTING
ADJACENT GUTTER.
PROVIDE SNOW
GUARDS TO MATCH
EXISTING
EXISTING PREFINISHED
METAL ROOF
NEW METAL GUTTER .
COLOR TO MATCH
EXISTING. GUTTER
PROVIDE SNOW
GUARDS TO MATCH
EXISTING
PROVIDE CONCRETE
SPLASH BLOCKS AT
LOCATIONS WHERE
VALLEYS DISCHARGE
ONTO FLAT ROOF.
TYP.
1/4" / 12" 1/4" / 12"
PRIMARY ROOF DRAIN
AND OVERFLOW
PROVIDE SNOW
GUARDS TO MATCH
EXISTING
PROVIDE CRICKETS TO
CREATE POSITIVE
DRAINAGE.
5"
2"
5"
2"
M
AT
CH
E
XI
ST
IN
G
M
AT
CH
E
XI
ST
IN
G
LINE INDICATES WALL BELOW
EXISTING NEW
EXISTING GUTTER TO
REMAIN
SLOPE GUTTER
NEW PREFINISHED
METAL ROOF
OVERLAP NEW
ROOFING OVER
EXISTING ROOFING
AND SEAL TO PROVIDE
A LEAK PROOF
INSTALLATION
110' - 10 1/8"
110' - 5 3/8"
110' - 4 5/8" MIN. MIN.
CRICKET TO PROVIDE
POSITIVE DRAINAGE,
MIN. 1/8"/FT AT
VALLEYS
DECK BRG.
DECK BRG.
DOWNSPOUT ON
COLUMN BELOW
16'-11"
AE201
NOTE:
1. PROVIDE CRICKETS TO
CREATE POSITIVE DRAINAGE TO
DRAINS.
2. GUTTERS TO SLOPE MIN. 1/8"
PER FOOT TO CREATE POSITIVE
DRAINAGE.
3. PROVIDE HEAT TRACE AT ALL
GUTTERS AND DOWNSPOUTS
U.N.O.
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE203
RO
OF
P
LA
N
EM
H
DP
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
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RO
BE
RT
M
ILL
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/26
/20
1/8" = 1'-0"AE203
1 ROOF PLAN
0'8' 4' 8' 16'
PROJECT NORTH
REF.
ENTRY
CORRIDOR
BREAKROOM
CLASSROOM B
6'-0" 6'-0"
CLASSROOM A
TYP
6'-0"
2' -6
8'-0" FOLD DOWN
TABLE, TYP. N.I.C.
12'-0" FOLD DOWN
TABLE, TYP. N.I.C.
VENDING, N.I.C.
REFRIGERATOR,
N.I.C.
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AF202
FF
E
PL
AN
EM
H
LM
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
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IN
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RO
BE
RT
M
ILL
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/26
/20
1/8" = 1'-0"AF202
1 FFE PLAN - Level 1
THIS SHEET IS FOR INFORMATIONAL
PURPOSES ONLY. FURNITURE IS N.I.C.
REF.
ENTRY
RB EMPX
CG
CORRIDOR
TBX TFXPX
CG
BREAKROOM
RBX LVTXPX1
CRX
CG
CLASSROOM B
RB LVTP
CG
AE204
AE204
AE204
H4A
B2A B2A
D2C
H3A
H4C
H4A
H3A
B2A
D2B
D2B
D2B
H3B H3B
CLASSROOM A
RB LVTP
CG
S1 S2
H4A
H4A
H4A
H4A
H4A
H4AH4A
H4A
WALLS
P PAINT
PX PAINT - MATCH EXISTING /
ADJACENT
CRX CHAIR RAIL - MATCH
EXISTING / ADJACENT
CG CORNER GUARD
WALL
BASE
FLOOR
FINISH KEY
BASE
RB 4" RUBBER BASE
RBX RUBBER BASE - MATCH
EXISTING / ADJACENT
TBX TILE BASE - MATCH
EXISTING / ADJACENT
FLOOR
LVT LUXURY VINYL TILE
LVTX LUXURY VINYL TILE - MATCH
EXISTING / ADJACENT
EM ENTRY MAT WALK OFF CARPET
TFX TILE FLOOR - MATCH EXISTING /
ADJACENT
NOTES:
1. STAINLESS STEEL CORNER GUARDS ON
ALL OUTSIDE CORNERS, UP TO 4'-0" A.F.F.
2" FLANGE TYPICAL.
DOOR
SCHEDULED
TILE
DOOR FRAME AND
STOP BEYOND
SCHED. ENTRY
MAT CARPET
CONCRETE SLAB
BRUSHED ALUMINUM
TRANSITION STRIP
1/4" BOND
COAT
3MM CRACK
ISOLATION
MEMBRANE
DOOR
SCHED.
LVT
DOOR FRAME AND
STOP BEYOND
SCHED. ENTRY
MAT CARPET
CONCRETE
SLAB
RUBBER
TRANSITION STRIP
DOOR
SCHEDULED
TILE
DOOR FRAME AND
STOP BEYOND
SCHED. LVT
CONCRETE SLAB
RUBBER REDUCER STRIP
1/4" BOND
COAT
3MM CRACK
ISOLATION
MEMBRANE
3 5/8" STUD (1 5/8" FLANGE, L/360, 5psf)
6" STUD (1 5/8" FLANGE, L/360, 5psf)
33 mils
43 mils
54 mils
15'-4" High (Max.)
16'-8" High (Max.)
17'-10" High (Max.)
22'-8" High (Max.)
24'-9" High (Max.)
26'-6" High (Max.)
NOTE:
ABOVE SIZES ARE MINIMUM
REQUIREMENTS BASED ON CEMCO
METAL STUDS FRAMING.
CONTRACTOR SHALL PROVIDE
MANUFACTURER'S PUBLISHED
LIMITING HEIGHT TABLES TO
DEMONSTRATE COMPLIANCE WITH
MINIMUM STUD SIZE REQUIREMENTS.
33 mils
43 mils
54 mils
NOTES:
1. ALL WALL DIMENSIONS SHOWN ON DRAWINGS ARE TO CENTER OF
STUD AND FACE OF MASONRY WALLS FOR NEW WALLS, UNLESS
NOTED OTHERWISE. DIMENSIONS ARE TO FACE OF EXISTING WALLS,
U.N.O.
2. WALL TYPE TO CONTINUE AT DOOR & WINDOW OPENINGS (TOP &
BOTTOM) U.N.O.
3. FOR ANY WALL MISSING A WALL TYPE DESIGNATION, PROVIDE MOST
RESTRICTIVE ADJACENT WALL TYPE.
4. WHERE METAL STUD FURRING OCCURS ADJACENT TO A CMU WALL, A
COMPLETE SEPARATION BETWEEN WALLS IS REQUIRED. DO NOT
ATTACH STUD WALL, FINISH SIDE ELECTRICAL BOXES, CONDUIT, ETC.
TO CMU WALL.
5. WHERE FREESTANDING METAL STUD FURRING OCCURS, PROVIDE
HORIZONTAL METAL STRAPPING @ 4'-0" O.C. (VERTICALLY)
6. THE INTENT OF ACOUSTICAL PARTITIONS IS TO ACHIEVE AS HIGH AN
STC RATING AS POSSIBLE WITHOUT USING ACOUSTICAL SEALANT.
RUN GYPSUM BOARD AS TIGHT AS POSSIBLE AT FLOORS, CEILINGS &
PENETRATIONS
7. U.N.O. USE WATER RESISTANT GYPSUM BOARD "GREEN BOARD" AT
ALL WET WALL LOCATIONS, TYP. INCLUDING BUT NOT LIMITED TO
BATHROOM WALLS, WALLS WITH TILE OR STONE FINISH.
8. PROVIDE BLOCKING IN WALLS & CEILINGS AS REQUIRED FOR
INSTALLATION OF MECH., PLUMB. & ELEC. EQUIP. AND SPECIALTIES
9. STENCIL FIRE-RATED WALLS 6" ABOVE ACCESSIBLE CEILINGS, OR AT
TOP OF WALL WHERE NO CEILING IS SCHEDULED, THE FOLLOWING:
FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS. REPEAT
STENCILING EVERY 30' FOR THE ENTIRE LENGTH OF THE WALL IN
1/2" MIN. HEIGHT LETTERING.
WALL TYPE B2A WALL TYPE H3A
6"
8" CMU TO STRUCTURE
ABOVE
2-1/2" METAL STUDS @ 16" O.C.
5/8" TYPE X GYPSUM
BOARD TO 6" ABOVE
FINISHED CEILING
CEILING AS
SCHEDULED
WALL TYPES LEGEND
2-1/2" METAL STUDS @
16" O.C.
SPLIT FACED ON EXTERIOR
SMOOTH ELSEWHERE
WALL TYPE H3B
2-1/2" METAL STUDS @ 16" O.C.
5/8" TYPE X GYPSUM BOARD TO DECK
2-1/2" METAL STUDS @ 16" O.C.
STC 45
WALL TYPE D2C
6" METAL STUDS @ 16" O.C.
5/8" TYPE X GYPSUM BOARD TO DECK
6" METAL STUDS @ 16" O.C.
5/8" TYPE X GYPSUM BOARD TO DECK
6" FIBERGLASS SOUND
ATTENUATION BLANKET
WALL TYPE H4A
8" CMU TO STRUCTURE
ABOVE
5/8" TYPE X GYPSUM
BOARD TO DECK
3-5/8" METAL STUDS @
16" O.C.
2" RIGID INSULATION
3 1/2" BATT
INSULATION
VAPOR RETARDER
SIGNAGE LEGEND:
S1 ROOM 104
"CLASSROOM A" 6X6 ROOM SIGN TO MATCH
EXISTING WITH BLUE BACKGROUND AND
WHITE NUMBERS AND LETTERS.
S2 ROOM 105
"CLASSROOM B" 6X6 ROOM SIGN TO MATCH
EXISTING WITH BLUE BACKGROUND AND
WHITE NUMBERS AND LETTERS.
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE204
W
TF
I &
FI
NI
SH
S
CH
ED
UL
E
EM
H
LM
D
P
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
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/26
/20
61 1/8" = 1'-0"AE204
1 WALL TYPES AND FINISHES PLAN
FINISHES
TYPE Manufacturer Product Name/ Number Color/ Finish Finish Sched -
Size
WALLS
PAINT
P Kwal Paint ColorLife CLW 1036W Sibbald n/a
PX MATCH EXISTING
CORRIDOR
MATCH EXISTING
CORRIDOR
MATCH EXISTING
CORRIDOR
n/a
PX1 MATCH EXISTING
BREAKROOM
MATCH EXISTING
BREAKROOM
MATCH EXISTING
BREAKROOM
n/a
FLOOR
ENTRY MAT CARPET TILE
EM Mohawk Group First Step L8513 508 Charcoal Grey
24"x24"
TILE
TFX MATCH EXISTING
CORRIDOR
MATCH EXISTING
CORRIDOR
MATCH EXISTING
CORRIDOR
MATCH EXISTING
CORRIDOR
LUXURY VINYL TILE
LVT Mohawk Group Bolder C0010 Pebble 925 36" x 36"
LVTX MATCH EXISTING
BREAKROOM
MATCH EXISTING
BREAKROOM
MATCH EXISTING
BREAKROOM
MATCH EXISTING
BREAKROOM
BASE
RUBBER BASE & ACCESSORIES
RB Roppe Wall Base 700 Series 150 Dark Gray 4"
RBX MATCH EXISTING
BREAKROOM
MATCH EXISTING
BREAKROOM
MATCH EXISTING
BREAKROOM
MATCH EXISTING
BREAKROOM
TILE BASE
TBX MATCH EXISTING
CORRIDOR
MATCH EXISTING
CORRIDOR
MATCH EXISTING
CORRIDOR
MATCH EXISTING
CORRIDOR
MISCELLANEOUS
ACCORDIAN DOOR
-- Hufcor Series 3100 or 3500 As selected by Contracting Officer from Manufacturer's full range n/a
CEILING TYPES
Type A Armstrong Ultima Beveled Tegular White 24"x24" in
15/16" suspension system, white
DOORS
-- MATCH EXISTING
SPECIES, CUT AND
FINISH
MATCH EXISTING
SPECIES, CUT AND
FINISH
MATCH EXISTING
SPECIES, CUT
AND FINISH
See Door Schedule
WALL & DOOR PROTECTION
CG InPro Corp Surface Mount Stainless
Steel Corner Guard Type 430 / 16 ga. 4' H, 1-1/2"
Flange
ROLLER WINDOW SHADE
-- Mechoshade Classic Mecho 5 /
EcoVeil 1350 (5% Open) Grey 1363 See RCP
-- Mechoshade Equinox Blackout Shadecloth / 0100 Series
Onyx 0108 See RCP
3" = 1'-0"AE204
2 EM - TFX
3" = 1'-0"AE204
3 EM - LVT
3" = 1'-0"AE204
4 LVT - TFX
WALL TYPES NOTES
SOFFIT
110' - 0"
AE401
AE401
PLATFORM
110' - 0"
ALUMINUM WINDOWS,
MATCH EXISTING. TYP.
NEW PREFINISHED
METAL FASCIA. MATCH
EXISTING
CMU PARAPET. MATCH
EXISTING.
CMU TO MATCH
EXISTING
CONSTRUCTION IN
SIZE, COLOR AND
FINISH.
NEW CMU WRAPPED
COLUMN TO MATCH
EXISTING
NEW CMU WRAPPED
COLUMN TO MATCH
EXISTING
AE201
VERTICAL METAL
PANELS
AE 801
Level 1 100' - 0"
SOFFIT
110' - 0"
AE401
PLATFORM
110' - 0"
PREFINISHED METAL
FASCIA AND GUTTER.
MATCH EXISTING
EXISTING COLUMN
NEW CMU WRAPPED
COLUMN TO MATCH
EXISTING
NEW PREFINISHED
METAL ROOF . MATCH
EXISTING.
NEW MECHANICAL
CONDENSING UNITS
CMU WALL AS
SCHEDULED. MATCH
ADJACENT COLOR,
TEXTURE AND PATTERN
NEW EXISTING
Level 1 100' - 0"
SOFFIT
110' - 0"
AE401
PLATFORM
110' - 0"
PREFINISHED METAL
FASCIA AND GUTTER.
MATCH EXISTING
NEW PREFINISHED
METAL ROOF . MATCH
EXISTING.
CMU WALL AS SCHEDULED.
MATCH ADJACENT COLOR,
TEXTURE AND PATTERN
NEW MECHANICAL
CONDENSING UNITS
NEW ROOFEXISTING
PRE-FINISHED METAL
CAP
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE301
EL
EV
AT
IO
NS
EM
H
DP
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
LD
IN
G
RO
BE
RT
M
ILL
ER
/26
/20
1/8" = 1'-0"AE301
1 EAST ELEVATION
1/8" = 1'-0"AE301
2 NORTH ELEVATION
1/8" = 1'-0"AE301
3 SOUTH ELEVATION
0'8' 4' 8' 16'
Foundation 97' - 0"
SOFFIT
110' - 0"
AE401
AE401
PLATFORM
110' - 0"
CLASSROOM A
ENTRY
101 BREAKROOM
EQUIPMENT
PLATFORM
CMU PARAPET. MATCH
EXISTING.
CEILING AS
SCHEDULED
NEW PREFINISHED
METAL FASCIA. MATCH
EXISTING
OPEN OPEN
AE 801
AE 801
AE 801
AE 802
AE 801
AE201
Level 1 100' - 0"
Foundation 97' - 0"
SOFFIT
110' - 0"
AE401
CLASSROOM B
CLASSROOM A
PROVIDE SOFFITS AT
DUCT RUNS. TYP.
ACOUSTIC FOLDING
PARTITION
EXISTING ROOF
STRUCTURAL BEAM
NEW PREFINISHED
METAL ROOF . MATCH
EXISTING.
8"X8"X16" CMU
WRAPPED COLUMN
AE 801
AE 802
AE601
Level 1 100' - 0"
Foundation 97' - 0"
SOFFIT
110' - 0"
AE401
CORRIDOR
ENTRY
NEW PREFINISHED
METAL FASCIA. MATCH
EXISTING
NEW CMU WRAPPED
COLUMN. MATCH
EXISTING
NEW PREFINISHED
METAL ROOF . MATCH
EXISTING.
NEW CONC. SLABEXISTING CONC. SLAB
AE 802
NEW SLOPING METAL
SOFFIT PANEL. MATCH
EXISTING
NEW HORIZONTAL
METAL SOFFIT PANEL.
MATCH EXISTING
AE401
AE 801
Level 2 114' - 0"
SOFFIT
110' - 0"
NEW PREFINISHED
METAL ROOF
METAL FASCIA TO
MATCH EXISTING
STEEL FRAMING, SEE
STRUCTURAL
STEEL FRAMING, SEE
STRUCTURAL
8"X8"X16" SPLIT FACE
CMU
NEW SLOPING METAL
SOFFIT PANEL. MATCH
EXISTING
AE 802
SIM.
AE 801
NEW HORIZONTAL
METAL SOFFIT PANEL.
MATCH EXISTINGAE 802
SPRAY-APPLIED
POLYURETHANE FOAM
INSULATION
CEILING AS
SCHEDULED
VERTICAL METAL
PANELS
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE401
SE
CT
IO
NS
EM
H
DP
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
LD
IN
G
RO
BE
RT
M
ILL
ER
/26
/20
1/8" = 1'-0"AE401
1 BUILDING SECTION
1/8" = 1'-0"AE401
2 BUILDING SECTION
1/8" = 1'-0"AE401
3 BUILDING SECTION 0'8' 4' 8' 16'
1" = 1'-0"AE401
4 DETAIL AT ENTRY
PX
RB
PX
PX
CG
EXISTING TO
REMAIN
PX
TBX
PX
RB
CORRIDOR 102 ENTRY 101
PX
CG 4 VENDING MACHINES, GFGI
SCHED.
DOOR
SCHED. DOOR
CG
ENTRY 101 CORRIDOR 102
RB
TBX
AE510
PX1
RBX
CG
CRX
FLAT SCREEN TV. GFGI. PROVIDE IN WALL
BLOCKING AS REQ'D. COORDINATE WITH
ELECTRICAL.
PX1
RBX
CRX
REFRIGERATORS,
GFGIPX1
CG
RBX
VENDING
MACHINES, GFGI
SCHED. DOOR
CG
FOLDING PARTITION
GYP. SOFFIT
GYP. SOFFIT GYP. SOFFIT
SCHED. DOOR
GYP. SOFFIT
CG RB
P
GYP. SOFFIT
P
GYP SOFFIT
SMART BOARD, GFGI. PROVIDE
IN WALL BLOCKING AS REQ'D.
CG
RB
CG
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE501
IN
TE
RI
OR
E
LE
VA
TIO
NS
EM
H
LM
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
LD
IN
G
RO
BE
RT
M
ILL
ER
/26
/20
61 1/4" = 1'-0"AE501
2 ENTRY 101 EAST
1/4" = 1'-0"AE501
4 ENTRY 101 WEST
1/4" = 1'-0"AE501
5 CORRIDOR 102 & ENTRY 101 NORTH
1/4" = 1'-0"AE501
7 CORRIDOR 102 & ENTRY 101 SOUTH
1/4" = 1'-0"AE501
9 BREAKROOM 103 NORTH
1/4" = 1'-0"AE501
10 BREAKROOM 103 EAST
1/4" = 1'-0"AE501
11 BREAKROOM 103 SOUTH
1/4" = 1'-0"AE501
13 CLASSROOM 104 & 105 NORTH
1/4" = 1'-0"AE501
15 CLASSROOM 104 & 105 SOUTH
1. SEE SHEET AE204 FOR FINISH LEGEND AND
INFORMATION.
2. SEE AE510 FOR DOOR AND WINDOW
INFORMATION.
3. ALL EQUIPMENT AND FURNISHING ARE TO
BE GOVERNMENT FURNISHED/GOVERNMENT
INSTALLED UNLESS NOTED OTHERWISE.
NOTES
4' -0
3'
-4
8'-8"
7' -4
EQ EQ EQ
2" 2"
2" 2" 2" 2"8
AE510
AE510
AE510
Level 1 100' - 0"
4' -0
3'
-4
7' -4
3'-4"
2" 2"
2" 2"
AE510
AE510
AE510
Level 1 100' - 0"
11'-9"+/-
5'-9 3/4"
CLR
3'-6" 2'-5"
2" 2" 2" 2"
7' -4
3' -8
3'
-8
AE510
AE510
AE510
AE 802
AE 802
Level 1 100' - 0"
8'-5 1/2"
2'-5 3/4"
CLR
3'-6" 2'-5 3/4"
2" 2" 2" 2"
7' -4
3' -8
3'
-8
AE510
AE510
AE 802
TYPE D1
AS
S
CH
ED
UL
ED
SCHEDULED
AS
TYPE D4
AS
S
CH
ED
UL
ED
SCHEDULED
AS
TYPE D3
10" 6"
3' -0
6"
TYPE D2
B/E
B/E
NOT USED
AS
S
CH
ED
UL
ED
SCHEDULED
AS
TYPE F1
SCHED
AS
2" 2"
AS
S
CH
ED
UL
ED
AS
S
CH
ED
DOOR NUMBER REFERS TO REFERENCE DOOR MARK ON FLOOR PLANS
PANEL INDICATES THE TYPE OF DOOR PANEL(S)
SNGL-SINGLE PANEL SEC - SECTIONAL DOOR
PR - PAIR OF DOORS IN ONE FRAME OC - OVERHEAD COILING DOOR
WIDTH INDICATES THE FINISHED DOOR PANEL WIDTH
HEIGHT INDICATES THE FINISHED DOOR PANEL HEIGHT
THICKNESS INDICATES FINISHED PANEL THICKNESS
TYPE INDICATES DOOR PANEL TYPE. SEE DOOR PANEL ELEVATIONS
MATERIAL/ FINISH INDICATES DOOR PANEL MATERIAL & FINISH
HM - HOLLOW METAL PNT - PAINT
WD - SOLID CORE WOOD STN - STAIN (FACTORY)
ALUM - ALUMINUM CLR - ANODIZED
STL- STEEL BY MFR - BY MANUFACTURER
HARDWARE INDICATES DOOR HARDWARE SET. REFER TO SPECIFICATIONS
HEAD HEIGHT INDICATES HEIGHT OF FRAME HEAD
TYPE INDICATES DOOR PANEL TYPE. SEE DOOR FRAME ELEVATIONS
MATERIAL/FINISH
INDICATES FRAME MATERIAL & FINISH
HM - HOLLOW METAL PNT - PAINT
ALUM - ALUMINUM CLR - ANODIZED
STL- STEEL BY MFR - BY MANUFACTURER
OPENING RATING INDICATES REQUIRED FIRE RATING FOR DOOR IN MINUTES
POWERED SYMBOL INDICATES DOOR REQUIRES POWER. REFER TO SPECIFICATIONS
REMARKS ANY SPECIAL CONDITIONS REQUIRED
STOREFRONT AS
SCHEDULED
SEALANT
EXTERIOR CONCRETE
PAVING
2" RIGID INSULATION
JOINT-FILLER STRIP
SLOPE @
1/4" PER
FOOT
DRAINAGE COURSE
CONCRETE
SLAB-ON-GRADE
2"
1"
CONCRETE
FOUNDATION WALL
6 1/4"
THERMALLY BROKEN
ALUM. SILL RECEIVER
SET IN SEALANT
STOREFRONT AS
SCHEDULED
CORNERBEAD
8"X8"X16" SPLIT FACE
CMU
2" RIGID INSULATION
1"
SHEET METAL
FLASHING
CONTINUOUS SEALANT
& BACKER ROD
3-5/8" COLD-FORMED
METAL STUD
5/8" TYPE X GYPSUM
BOARD
VAPOR RETARDER
CMU "U" BLOCK
3 1/2" BATT
INSULATION
ROLLER TUBE & SHADE
BAND ASSEMBLY
SOLAR SHADE
FASCIA
DRIVE CHAIN
BLACKOUT SHADE
HEM BAR
SEE REFLECTED CEILING PLAN
ON AE601 FOR ROLLER TYPES
AND LOCATIONS. TYP.
CORNERBEAD
5/8" TYPE X GYPSUM
BOARD
3-5/8" COLD-FORMED
METAL STUD
2" RIGID INSULATION
VAPOR RETARDER
8" X 8" X 16" CMU
STOREFRONT AS
SCHEDULED
CONTINUOUS SEALANT
& BACKER ROD
1"
3 1/2" BATT
INSULATION
SHEET METAL
FLASHING
SEALANT
STOREFRONT AS
SCHEDULED
1"
5/8" TYPE X GYPSUM
BOARD
VAPOR RETARDER
3-5/8" STEEL STUD
8"X8"X16" SPLIT FACE
CMU
2" RIGID INSULATION
1/2"SOLID SURFACE SILL
3 1/2" BATT
INSULATION
8" X 8" X 16" CMU
STOREFRONT AS
SCHEDULED
CONTINUOUS SEALANT
& BACKER ROD
STOREFRONT AS
SCHEDULED
SEALANT
5/8" TYPE X GYPSUM
BOARD
6" COLD-FORMED
METAL STUD
CORNERBEAD
5/8" TYPE X GYPSUM
BOARD
3-5/8" COLD-FORMED
METAL STUD
EXTRUDED-POLYSTYRENE
BOARD INSULATION
VAPOR RETARDER
8" X 8" X 16" CMU
CONTINUOUS SEALANT
& BACKER ROD
3 1/2" BATT
INSULATION
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE510
DO
OR
W
IN
DO
W S
CH
ED
UL
E
EM
H
DP
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
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IN
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RO
BE
RT
M
ILL
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/26
/20
DOOR SCHEDULE
D O
O R N
U M
BE
R
DOOR FRAME
O
PE
N
IN
G R
A T
IN
G
PO
W
ER
ED
R
EM
A R K
S
D O
O R N
U M
BE
R
PA
N
EL
S
W
ID
T H
H
EI
G H
T
T H
IC
K
N
ES
S
T Y
PE
M A
T
ER
IA
L/
F
IN
IS
H
H A
R D
W A
R E
H
EA
D H
EI
G
H T
T Y
PE
M A
T
ER
IA
L/
F
IN
IS
H
101 SNGL 3' - 6" 7' - 2" 1 3/4" D4 ALUM / CLR A SEE ELEV WINDOW TYPE B 101
102 SNGL 3' - 6" 7' - 2" 1 3/4" D4 ALUM / CLR B SEE ELEV WINDOW TYPE C 102
104 SNGL 3' - 0" 7' - 0" 1 3/4" D3 WD / STN C 2" F1 HM / PNT 104
104A SNGL 3' - 0" 7' - 0" 1 3/4" D1 WD / STN F 4" F1 HM / PNT 104A
105 SNGL 3' - 0" 7' - 0" 1 3/4" D3 WD / STN C 4" F1 HM / PNT 105
105A SNGL 3' - 0" 7' - 0" 1 3/4" D1 WD / STN F 4" F1 HM / PNT 105A
Grand total: 6
1/4" = 1'-0"AE510
3 WINDOW TYPE D
1/4" = 1'-0"AE510
6 WINDOW TYPE A
1/4" = 1'-0"AE510
5 WINDOW TYPE B
1/4" = 1'-0"AE510
4 WINDOW TYPE C
1/4" = 1'-0"AE510
2 DOOR TYPES
1/4" = 1'-0"AE510
1 FRAME TYPES
DOOR SCHEDULE LEGEND
DOOR SCHEDULE-EXISTING DOORS
D O
O R N
U M
BE
R DOO
R
R
EM
A R K
S
D O
O R N
U M
BE
R
H A
R D
W A
R E
106 D New Hardware 106 107 E New Hardware 107
3" = 1'-0"AE510
7 TYP. ALUM STOREFRONT BASE
3" = 1'-0"AE510
8 ALUM STOREFRONT HEAD
3" = 1'-0"AE510
9 ALUM STOREFRONT JAMB
3" = 1'-0"AE510
10 ALUM STOREFRONT SILL
3" = 1'-0"AE510
11 ALUM STOREFRONT JAMB
3" = 1'-0"AE510
12 ALUM STOREFRONT JAMB
3" = 1'-0"AE510
13 HM DOOR JAMB
A 9' - 0"
MANUALLY OPERATED
ROLLER SHADE
MANUALLY OPERATED
ROLLER SHADE
AE401
AE401
AE401
EXISTING METAL SOFFIT PANEL TO
REMAIN
C 9' - 0"
A 9' - 0"
C 9' - 0"
A 9' - 0"
104 105
TYPE B
7' - 5"
TYPE B
7' - 5"
TYPE B
7' - 5"
AE601
AE601
AE601
AE601
SIM
MANUALLY OPERATED
DOUBLE BLACKOUT
ROLLER SHADE
MANUALLY OPERATED
DOUBLE BLACKOUT
ROLLER SHADE
ACCESS TO
EQUIPMENT PLATFORM
ABOVE. FRAME
AROUND OPENING
GYP. BD. HEADER
@ 8'10" A.F.F.
EXISTING
NEW
NEW SLOPING METAL
SOFFIT PANEL. MATCH
EXISTING
NEW HORIZONTAL
METAL SOFFIT PANEL.
MATCH EXISTING
NEW HORIZONTAL
METAL SOFFIT PANEL.
MATCH EXISTING
TYP.
AE201
AE510
TYP.
2'-3" 3'-8" 3'-8" 2'-3"
2' -3
2' -3
2' -3
2' -3
CONTINUOUS RUNNER
SEISMIC JOINT CLIP
CROSS TEE,
SEPARATED AT
JOINT
SCREW AT SLOT TO
ALLOW EXPANSION
CONTINUOUS RUNNER
CROSS TEE
MAIN TEE
METAL STRUT
12 GAUGE SPLAY
WIRES AT EVERY 144
SQ.FT.
2" MAX.
TYP.
45° OR LESS 45° OR LESS
45° OR LESS 45° OR LESS
NOTE 1- ALL SPLAY WIRES TO BE IN LINE WITH ATTACHED COMPONENT.
NOTE 2- ALL SPLAY WIRES TO BE TAUT AND TIED BOTH ENDS WITH
MINIMUM OF THREE TURNS IN 1" OF RUN.
NOTE 3- COMPLY WITH IBC 2012 SECTION 808, ASCE 7-10
SECTION 13.5.6, ASTM C635 AND ASTM E580
NOTE 4- SPLAY WIRES SHALL ATTACH TO STRUCTURAL GIRDER OR JOIST
ONLY, DO NOT ATTACH TO ROOF DECK.
NOTE 5- METAL STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED
TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE
ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST
THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES.
NOTE 6- ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE
SUSPENDED CEILING SYSTEM. WHEN HEAVY SYSTEMS ARE USED,
ATTACH NO. 12 GAGE HANGERS TO THE GRID MEMBERS WITHIN 3" OF
EACH CORNER OF EACH FIXTURE. LIGHT FIXTURES WEIGHING LESS
THAN 56 LBS. SHALL HAVE TWO NO. 12 GAGE HANGERS CONNECTED
FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. COMPLY
WITH IBC STANDARDS.
NOTE 7- CEILING-MOUNTED AIR TERMINALS WEIGHING LESS THAN 20 LBS. SHALL
BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS.
TERMINALS OR SERVICES WEIGHING 20 LBS., BUT NOT MORE THAT 56
LBS., SHALL IN ADDITION HAVE TWO NO. 12 GAGE HANGERS CONNECTED
TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE.
TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE
SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED
HANGERS. COMPLY WITH IBC STANDARDS
1/8" POP RIVET AT ALL
MEMBERS ON WALL.
METAL WALL ANGLE OF 1" TRIM PIECES, PROVIDE ICC-ES
APPROVED SEISMIC CLIPS FOR SUPPORT OF SUSPENDED
CEILING. SATISFY REQUIREMENTS OF ASCE 7-05.
TYP.
8" MAX.
WALL. ALL MEMBERS.
PROVIDE SPACE AT OPPOSING
SCREW TO
WALL IS
OPTIONAL
CLIP
7/8"
3/4"
8" MAX
Lay-in Light Fixture
SYMBOL LEGEND
1. MECHANICAL AND ELECTRICAL DATA SHOWN FOR
REFERENCE ONLY. COORDINATE WITH MECHANICAL
AND ELECTRICAL DRAWINGS. ANY CONFLICTS SHOULD
BE ADDRESSED WITH ARCHITECT AS SOON AS POSSIBLE.
2. UNLESS NOTED OTHERWISE, PROVIDE FRAMED GYP
BD. HEADER/ BULKHEAD AT EDGE WHERE ADJACENT
CEILINGS HAVE DIFFERENT ELEVATIONS.
Mechanical Diffuser - Supply
Mechanical Diffuser - Return
RCP
LEGEND
TYPE A 2' x 4' LAY-IN ACOUSTICAL PANEL IN
SUSPENDED GRID
TYPE B PAINTED GWB ON METAL STUD
ROOM #
TYPE
ELEVATION
A 9'-0"
GENERAL NOTES
TYPE C 2' x 2' LAY-IN ACOUSTICAL PANEL IN
SUSPENDED GRID
SCH
ED
. CLN
G.
HEIGHT PAINTED 5/8" GYP.
BOARD (TYP.)
SE
E
RC
P
6"
STEEL BEAM
STEEL RODS
ALUMINUM TRACK
SCHED. CEILING
MOUNTING PLATE
FOLDING PARTITION
CEILING
107'-5"
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE601
RE
FL
EC
TE
D
CE
ILI
NG
P
LA
N
CE
ILI
NG
D
ET
AI
LS
EM
H
LM
D
P
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
LD
IN
G
RO
BE
RT
M
ILL
ER
/26
/20
61 1/8" = 1'-0"AE601
1 REFLECTED CEILING PLAN - Level 1
1 1/2" = 1'-0"AE601
2 ACOUSTIC CEILING SEISMIC JOINT
1 1/2" = 1'-0"AE601
3 SEISMIC CEILING BRACING
3" = 1'-0"AE601
4 SEISMIC EDGE DETAIL
6" = 1'-0"AE601
5 SEISMIC CLIP DETAIL
0'8' 4' 8' 16'
1" = 1'-0"AE601
6 TYP. SOFFIT DETAIL
1 1/2" = 1'-0"AE601
8 FOLDING PARTITION
SOFFIT
110' - 0"
12.7
PLATFORM
110' - 0"
6"
8"X8"X16" SPLIT FACE
CMU
2" RIGID INSULATION
3-5/8" COLD-FORMED
METAL STUD
3-5/8" STEEL STUD
5/8" TYPE X GYPSUM
BOARD
5/8" TYPE X GYPSUM
BOARD
STEEL ROOF DECK
STEEL BEAM, SEE
STRUCTURAL
NOTE:
SEE DETAIL 2 THIS
SHEET FOR BUILT
UP ROOFING NOTES.
EXISTING PREFINISHED
METAL ROOF
R-19 BATT INSULATION
6"
CEILING AS
SCHEDULED
2'-3"
3 1/2" BATT
INSULATION
SOFFIT
110' - 0"
5/8" TYPE X GYPSUM
BOARD
5/8" TYPE X GYPSUM
BOARD
2" RIGID INSULATION
3-5/8" COLD-FORMED
METAL STUD
3-5/8" COLD-FORMED
METAL STUD
SHEET METAL COPING
8"X8"X16" SPLIT FACE
CMUPERLITE CANT STRIP
2 PLY BASE FLASHING, FASTEN MEMBRANE TO
WALL AS REQUIRED BY ROOFING MANUFACTURER
TO COMPLY WITH WARRANTY REQUIREMENTS.
MODIFIED BITUMEN ROOFING
SYSTEM WITH CAP SHEET
COVERBOARD IF REQUIRED PER
MFR'S RECOMMENDATION
RECOMMENDATION
LAPPING PER MFR'S.
NEW RIGID INSULATION, MIN. R-
30, STAGGER JOINTS ADHERE TO
DECK PER ROOF
MANUFACTURERS CALCULATIONS
FOR WIND UPLIFT RESISTANCE.
NEW TREATED WOOD
NAILERS
STEEL ROOF DECK
DECK BRG.
VARIES
3 1/2" BATT INSULATION.
CARRY TO UNDERSIDE OF
DECK. STICK PIN TO WALL
ABOVE GYP. BOARD ELEV.
SOFFIT
110' - 0"
9.3
PLATFORM
110' - 0"
CEILING AS
SCHEDULED
5/8" TYPE X GYPSUM
BOARD
2" RIGID INSULATION
8"X8"X16" SPLIT FACE
CMU
NEW SLOPING METAL
SOFFIT PANEL. MATCH
EXISTING
NEW PREFINISHED
METAL FASCIA. MATCH
EXISTING
NEW PREFINISHED
METAL ROOF . MATCH
EXISTING.
SEAM COVER TO
MATCH EXISTING
R-19 BATT INSULATION
SPRAY-APPLIED
POLYURETHANE FOAM
INSULATION
INSULATION
EXISTING COLUMN
BEYOND
STEEL FRAMING, SEE
STRUCTURAL
STEEL FRAMING, SEE
STRUCTURAL
FIRE TREATED
PLYWOOD FLOORING.
RE:STRUCTURAL
3 1/2" BATT
INSULATION
SOFFIT
110' - 0"
PLATFORM
110' - 0"
CEILING AS
SCHEDULED
5/8" TYPE X GYPSUM
BOARD
2" RIGID INSULATION
CONCRETE MASONRY
UNIT
3-1/2" FIBERGLASS
SOUND ATTENUATION
BLANKET
FIRE TREATED
PLYWOOD FLOORING.
RE:STRUCTURAL
INSULATION
STEEL FRAMING, SEE
STRUCTURAL
NEW PREFINISHED
METAL FASCIA. MATCH
EXISTING
PREFINISHED METAL
FLASHING TO MATCH
EXISTING
STEEL ROOF DECK
STANDING SEAM
ROOFING TO MATCH
EXISTING
NEW SLOPING METAL
SOFFIT PANEL. MATCH
EXISTING
NEW PREFINISHED
METAL FASCIA. MATCH
EXISTING
PREFINISHED METAL
FLASHING TO MATCH
EXISTING
8"X8"X16" CMU
WRAPPED COLUMN
1"
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE 801
DE
TA
ILS
EM
H
DP
MS
K
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
LD
IN
G
RO
BE
RT
M
ILL
ER
/26
/20
1 1/2" = 1'-0"AE 801
1 ROOF CONN. DETAIL
1 1/2" = 1'-0"AE 801
2 WALL DETAIL
1 1/2" = 1'-0"AE 801
3 ROOF EAVE DETAIL
1 1/2" = 1'-0"AE 801
4 FLOOR TO WALL CONN. DETAIL
1 1/2" = 1'-0"AE 801
5 FASCIA DETAIL
0'8" 4" 8" 16"
1 1/2" = 1'-0"AE 801
6 FASCIA DETAIL AT CMU COLUMN
DOME STRAINER, TEMPORARILY
REMOVE FOR ROOFING AND FLASHING
INSTALLATION
MODIFIED BITUMEN ROOFING
SYSTEM WITH CAP SHEET
COMPRESSION COLLAR
FABRIC FLASHING
NEW RIGID INSULATION
EXISTING ROOF DRAIN
STEEL ROOF DECK
SOFT METAL FLASHING
SEALANT
MODIFIED BITUMEN ROOFING
SYSTEM WITH CAP SHEET
TWO-PLY STRIPPING.
EXISTING PIPE
VENT TO REMAIN.
SEALANT
SHEET METAL COLLAR W/
DRAWBAND
RIGID INSULATION, MIN. R-30,
STAGGER JOINTS, ADHERE TO
DECK PER ROOF
MANUFACTURERS CALCULATIONS
FOR WIND UPLIFT RESISTANCE.
COVERBOARD IF REQUIRED
PER MANUFACTURER'S
RECOMMENDATION
1' -0
" M
IN
RECOMMENDATION
SPACING
PER MFR'S .
STEEL ROOF DECK
EXHAUST VENT CAP
HOUSING,
DUCT.
NEW FASTENERS WITH
NEOPRENE WASHERS
EQUIPMENT CURB,
PROVIDED OUTSIDE
OF THIS DESIGN
PERLITE CANT STRIP
2 PLY BASE FLASHING
EXTEND UP OVER CURB
NEW RIGID INSULATION, ADHERE TO
DECK PER ROOF MANUFACTURERS
CALCULATIONS FOR WIND UPLIFT
RESISTANCE.
COVERBOARD IF REQUIRED
PER MANUFACTURERS
RECOMMENDATION
NEW TREATED WOOD
NAILERS
MODIFIED BITUMEN ROOFING
SYSTEM WITH CAP SHEET.
3" MIN. 3" MIN.
" T
YP
STEEL ROOF DECK
2" RIGID INSULATION
3-5/8" COLD-FORMED
METAL STUD
VAPOR RETARDER
5/8" TYPE X GYPSUM
BOARD
3-1/2" FIBERGLASS
SOUND ATTENUATION
BLANKET
3/ 4"
3/
4"
3/4"
CONCRETE
FOUNDATION WALL
2" RIGID INSULATION
JOINT-FILLER STRIP
CONCRETE
SLAB-ON-GRADE
DRAINAGE COURSE
1"
2"
CONCRETE MASONRY
UNIT
A L
IG
N
SCHEDULED DOOR
W/ SWEEP BOTTOM
ALUMINUM
THRESHOLD SET IN
MASTIC
ALUMINUM
STOREFRONT SYSTEM
AS SCHEDULED
1/ 2"
AS
S
CH
ED
UI
LE
D
SEALING MATERIAL
SHEET METAL FLASHING
RECEIVER
REMOVABLE SHEET
METAL COUNTER-FLASHING.
GASKETED FASTENERS
EQUIPMENT CURB,
PROVIDED OUTSIDE
OF THIS DESIGN.PERLITE CANT STRIP
2 PLY BASE FLASHING
EXTEND UP OVER CURB
MODIFIED BITUMEN
ROOFING SYSTEM WITH
CAP SHEET
NEW RIGID INSULATION MIN
R-30, JOINTS STAGGERED,
ADHERE TO DECK PER ROOF
MANUFACTURERS
CALCULATIONS FOR WIND
UPLIFT RESISTANCE.
COVERBOARD IF REQUIRED
PER MFR'S
RECOMMENDATION
NEW TREATED WOOD
NAILERS
NEW ROOF EQUIPMENT AND
CURBS PROVIDED OUTSIDE OF
THIS DESIGN
MODIFIED BITUMEN
ROOFING SYSTEM WITH
CAP SHEET
NEW ROOF EQUIPMENT AND
CURBS PROVIDED OUTSIDE OF
THIS DESIGN
" T
YP
" T
YP
STEEL ROOF DECK
STOREFRONT AS
SCHEDULED
CONTINUOUS SEALANT
& BACKER ROD
WATER-RESISTIVE
BARRIER
5/8" TYPE X GYPSUM
BOARD
5/8" TYPE X GYPSUM
BOARD
CORNERBEAD
CONTINUOUS SEALANT
VAPOR RETARDER 2" RIGID INSULATION
METAL PANEL
CEILING STRUCTURE
DEFLECTION TRACK
WALL AS SCHEDULED
5/8" TYPE "X" GYP. BD.
WHERE IT OCCURS
1"
STOREFRONT AS
SCHEDULED
5/8" TYPE X GYPSUM
BOARD
CONTINUOUS
SEALANT BOTH
SIDES
"J" MOLD
KEMSLEY
NO. 125718
MARTIN S.
N S E D
E L
I C
T S
ATE
H A R C
I T E
C T
UOF
TAH
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
TH
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L A
IR
F O R C E
B A S E
D E S C R
IP
TI
O N
D A
TE
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
AE 802
DE
TA
ILS
De sig ne r
Au tho r
Ch ec ke r
BL
DG
. 6
TR
AI
NI
NG
C
LA
SS
RO
OM
A
DD
ITI
ON
HA
FB
B
UI
LD
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G
Ap pr ov er
/26
/20
1 1/2" = 1'-0"AE 802
1 ROOF DRAIN SECTION
1 1/2" = 1'-0"AE 802
2 TYPICAL PIPE PENETRATION
0'8" 4" 8" 16"
3" = 1'-0"AE 802
3 TYP. EXHAUST VENT DET. 0'4" 2" 4" 8"
3" = 1'-0"AE 802
4 BASE OF WALL
3" = 1'-0"AE 802
5 STOREFRONT DOOR SWEEP
3" = 1'-0"AE 802
6 CURB DETAIL
3" = 1'-0"AE 802
7 ALUM STOREFRONT HEAD
3" = 1'-0"AE 802
8 DEFLECTION TRACK DETAIL
3" = 1'-0"AE 802
9 ALUM STOREFRONT HEAD
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R T
M E
N T
O F
T H
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
T H
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L
A
IR
F O R C E
B A S E
D E S C R
IP
T
IO
N
D A T E
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
S001
G E
N E
R A
L S
T R
U C
T U
R A
L N
O T
E S
PD
D/
RE
+A
JT
A/
RE
+A
DL
A/
RE
+A
B L
D G
. 6
T R
A
IN
IN
G
C L
A S
S R
O O
M A
D D
IT
IO
N
H A
F B
B U
IL
D
IN
G
RO
BE
RT
M
ILL
ER
.26
.20
ABBREVIATIONS
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LSH LONG SIDE HORIZONTAL
LSV LONG SIDE VERTICAL
MAS MASONRY
MAX MAXIMUM
MCJ MASONRY CONTROL JOINT
MECH MECHANICAL
MFGR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
NIC NOT IN CONTRACT
NORM NORMAL
NTS NOT TO SCALE
O.C. ON CENTER
O.F. OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE
OWSJ OPEN WEB STEEL JOIST
PCF POUNDS/CUBIC FOOT
PL PLATE
PLF POUNDS/LINEAL FOOT
PNL PANEL
PP PARTIAL PENETRATION
PSF POUNDS/SQ FOOT
PSI POUNDS/SQ INCH
PT POINT
R.D. ROOF DRAIN
REINF REINFORCING
REQD REQUIRED
SHT SHEET
SI SPECIAL INSPECTION (SP. INSP.)
SIM SIMILAR
SOG SLAB ON GRADE
SQ SQUARE
STAG STAGGERED
STD STANDARD
STIFF STIFFENER
STL STEEL
STRUCT STRUCTURAL
T & B TOP AND BOTTOM
T.O. TOP OF
TEMP TEMPERATURE
THDS THREADS
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOS TOP OF SLAB
TOST TOP OF STEEL
TOW TOP OF WALL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W.P. WORK POINT
W/ WITH
WT WEIGHT
WWF WELDED WIRE FABRIC
YD YARD
ABBREVIATIONS
@ AT
AB ANCHOR BOLT (S)
ABV ABOVE
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECT(URAL)
BLDG BUILDING
BLW BELOW
BM BEAM
BOT BOTTOM
BRG BEARING
BTWN BETWEEN
CJ CONSTRUCTION JOINT OR CONTROL
JOINT
CJP COMPLETE JOINT PENETRATION
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CTR CENTER
D.B. DECK BEARING
DBA DEFORMED BAR ANCHORS
DBL DOUBLE
DET DETAIL
DIA (OR Ø) DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DK DECK
DN DOWN
DWG DRAWING
DWL DOWEL
E.F. EACH FACE
E.J. EXPANSION JOINT (SEISMIC SEPARATION
JOINT)
E.W. EACH WAY
EA EACH
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
ENG ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXP EXPANSION / EXPOSED
EXT EXTERIOR
F.D. FLOOR DRAIN
F.F. FINISH FLOOR
F.V. FIELD VERIFY
FDTN FOUNDATION
FIN FINISH
FL FLOOR
FP FULL PENETRATION
FT FOOT
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GLB GLU-LAMINATED BEAM
GR GRADE
GSN GENERAL STRUCTURAL NOTES
HB HORIZONTAL BRIDGING
HORIZ HORIZONTAL
HSA HEADED STUD ANCHORS
HT HEIGHT
I.F. INSIDE FACE
IBC INTERNATIONAL BUILDING CODE
ICBO INTERNATIONAL CONFERENCE OF
BUILDING OFFICIALS
ICC INTERNATIONAL CODE COUNCIL
IN INCH
INSUL INSULATION
INT INTERIOR
JST JOIST
JT JOINT
K KIPS - 1,000 POUNDS
KLF KIPS PER LINEAL FOOT
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
LBS POUNDS
LF LINEAL FOOT
STRUCTURAL DRAWING LIST
SHEET
NO. SHEET NAME
S001 GENERAL STRUCTURAL NOTES
S002 GENERAL STRUCTURAL NOTES
S003 GENERAL STRUCTURAL NOTES
SB101 FOOTING & FOUNDATION PLANS
SB501 FOOTING & FOUNDATION DETAILS
SB502 FOOTING & FOUNDATION DETAILS
SB601 STRUCTURAL SCHEDULES
SB602 STRUCTURAL SCHEDULES
SF101 FLOOR FRAMING PLANS
SF102 ROOF FRAMING PLANS
SF501 FRAMING DETAILS
SF502 FRAMING DETAILS
SF503 FRAMING DETAILS
SF601 STRUCTURAL SCHEDULES
SF602 STRUCTURAL SCHEDULES
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R T
M E
N T
O F
T H
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
T H
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L
A
IR
F O R C E
B A S E
D E S C R
IP
T
IO
N
D A T E
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
S002
G E
N E
R A
L S
T R
U C
T U
R A
L N
O T
E S
PD
D/
RE
+A
JT
A/
RE
+A
DL
A/
RE
+A
B L
D G
. 6
T R
A
IN
IN
G
C L
A S
S R
O O
M A
D D
IT
IO
N
H A
F B
B U
IL
D
IN
G
RO
BE
RT
M
ILL
ER
.26
.20
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R T
M E
N T
O F
T H
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
T H
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L
A
IR
F O R C E
B A S E
D E S C R
IP
T
IO
N
D A T E
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
S003
G E
N E
R A
L S
T R
U C
T U
R A
L N
O T
E S
PD
D/
RE
+A
JT
A/
RE
+A
DL
A/
RE
+A
B L
D G
. 6
T R
A
IN
IN
G
C L
A S
S R
O O
M A
D D
IT
IO
N
H A
F B
B U
IL
D
IN
G
RO
BE
RT
M
ILL
ER
.26
.20
Q.8 R
9.1 9.3
12.7
13.1
14.3
14.4
P Q
C4
SB501
C2
SB501
C4
SB501
HSS4x 4x
1/4
CP-1
HSS4x 4x
1/4
CP-1
FS4.5
FS4.5
MW-1 ABV
CFW-1 FC2.0
M W
-1 A
B V
C F
W -1
F C
2.
M W
-1 A
B V
C F
W -1
F C
2.
MW-1 ABV CFW-1
FC2.0
C F
W -1
F C
2.
HSS5x 5x
1/2
FS4.5
C1
SB501
B4
SB501
4" CONC. SLAB ON
GRADE
TOS= 100'-0"
M W
-1 A
B V
C F
W -1
F C
2.
FC2.0 MW-1 ABV CFW-1
C3
SB501
MC-1
MC-1
B3
SB501
T O
F
7'
/2
TOF = 97' - 4 1/2"
MW-1 MW-1 ABV
CFW-1
FC2.0
MC-2
MC-2
MC-2
MC-2
MC-2
MC-2
MC-2
MC-2
TOEF = 97' - 4 1/2"
TOEF = 97' - 4 1/2"
T O
F
7'
/2
B2
SB501
TOF = 97' - 4 1/2"
MC-2
MC-2
MC-2
MC-2
MC-2
C1
SB502
CJ
CJ
CJ
CJ
CJ
C
J
C J
C J
C J
C J
CJ
CJ
CJ
C J
4" CONC. SLAB ON
GRADE
TOS= 100'-0"
16' - 9 3/4"
16' - 9 3/4"
B1
SB501
FC2.0
REMOVE AND REPLACE
EXIST. SLAB ON GRADE
TO INSTALL NEW FOOTING
CJ
REMOVE AND REPLACE
ANY EXISTING SLOPED
CONCRETE SLAB ON
GRADE
EXISTING STEEL COLUMN - WIDE FLANGE
EXISTING ITEMS PLAN LEGEND
EXISTING OPENING THROUGH
CONCRETE WALL
EXISTING CONCRETE PIER IN
CONCRETE WALL. PIER RECESSED 8"
BELOW SLAB. TYP U.N.O.
LEG-EXIST
EXISTING FOOTING/GRADE BEAM
EXISTING STEEL COLUMN - TUBE
EXISTING MASONRY WALL
STEEL COLUMN - TUBE
FOOTING & FOUNDATION PLAN LEGEND
LEG-FOOTING
1. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE
DRAWINGS FOR EXTERIOR CONCRETE WORK AT
DOORS, SIDEWALKS ETC.
2. SEE ARCHITECTURAL DRAWINGS FOR SLAB
DEPRESSIONS AND SLOPES TO DRAINS, ETC.
3. SEE ARCHITECTURAL, CIVIL AND LANDSCAPE
DRAWINGS FOR ADDITIONAL EXTERIOR CONCRETE
RETAINING AND / OR SITE WALLS NOT SHOWN ON THE
STRUCTURAL DRAWINGS.
FOOTING & FOUNDATION PLAN NOTES
NOTE-FOOTING
MASONRY WALL
MASONRY COLUMN IN MASONRY WALL
DE
SI
GN
ED
B Y:
DR
AW
N
BY
SI
TE
C
OD
E:
PR
OJ
EC
T
MA
NA
GE
R:
KR
SM
N
UM
BE
R:
SHEET OF
D E
P A
R T
M E
N T
O F
T H
E A
IR
F
O R
C E
TH
A
IR
B
AS
E W
IN
G
T H
C
IV
IL
E
N G
IN
E
E R
G R
O U
P
H
IL
L
A
IR
F O R C E
B A S E
D E S C R
IP
T
IO
N
D A T E
A P P R M A R K
CH
EC
KE
D
BY
DA
TE
SB101
F O
O T
IN
G
F
O U
N D
A T
IO
N
P L
A N
S
PD
D/
RE
+A
JT
A/
RE
+A
DL
A/
RE
+A
B L
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.20
SCALE:SB101 1/8" = 1'-0"
A3 FOOTING & FOUNDATION PLAN
MW1CFW01
EXTERIOR SLAB
OR GRADE
DOWELS TO MATCH
VERT CONC FDTN
WALL REINF
CONT REINF TOP & BOT
VERT MASONRY WALL
REINF
MASONRY WALL
CONC FDTN WALL
HORIZ CONC FDTN
WALL REINF
CONC FOOTING
DOWELS TO MATCH
VERT MASONRY WALL
REINF
CONC SLAB ON GRADE
INTENTIONALLY
ROUGHEN JOINT TO
1/4" AMPLITUDE
MW1CFW02
EXTERIOR SLAB
OR GRADE
DOWELS TO MATCH VERT
COLUMN REINF ABV
CONC PIER IN FDTN WALL
VERT REINF TO MATCH
MASONRY COLUMN ABOVE
W/ #3 TIES @ 8" O.C.
MASONRY COLUMN
DOWELS TO MATCH
VERT MASONRY
COLUMN REINF
CONC FOOTING
HORIZ WALL REINF
CONC SLAB ON GRADE
VERT MASONRY
COLUMN REINF
INTENTIONALLY
ROUGHEN JOINT TO
1/4" AMPLITUDE
CW8-FC-03
CONCRETE WALLHORIZ WALL REINF
CONCRETE FOOTING
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
DOWELS TO MATCH
VERT WALL REINF
CONT REINF TOP & BOT
CONC. SLAB ON GRADE
EXTERIOR SLAB
SB502
B3
SC1-CF-01
BLOCKOUT IN SLAB
POUR SOLID AFTER
COLUMN HAS BEEN
INSTALLEDCONCRETE SLAB
ON GRADE
STEEL BASE PLATE ON
1" NON-SHRINK GROUT
STEEL COLUMN
1/4
TYP
3" MIN
E M
B E
D
9" M
IN
M
IN3"
CONCRETE FOOTING
11"x3/4"x11" A36 BASE
PLATE W/ 4-3/4"Ø
ANCHOR RODS
SC1-CF-04
PIER TIES @ 3" O.C.
AROUND ANCHOR BOLTS
CONCRETE PIER
CONC FOOTING
EXTERIOR SLAB
OR GRADE
STEEL BASE PLATE ON
1" NON-SHRINK GROUT
STEEL COLUMN
1/4
TYP
3" MIN
E M
B E
D
9" M
IN
10"x3/4"x10" A36 BASE
PLATE W/ 4-3/4"Ø
ANCHOR RODS
M
IN6"
SB501-B3
EXIST. GRADE BEAM
NEW FOOTING / GRADE
BEAM
REBAR COUPLERS
CUT BACK GRADE BEAM
AS NECESSARY AND
POUR BACK
MONOLITHICLLY W/ NEW
FOOTING
REMOVE CONCRETE
AND EXPOSE GRADE
BEAM REINF. USE BAR
COUPLER'S AND
CONTINUE BARS
THROUGH NEW
FOOTING.
SB501-B2
SB601
A3
EXIST. MASONRY
WALL
NEW MASONRY
WALL
EPOXY DOWEL TO
MATCH WALL HORIZ.
REINFORCING.
EXIST. CONC.
FOUNDATION WALL
EXIST. CONC.
FOOTING
EPOXY TO MATCH
FOOTING &
FOUNDATION WALL
HORIZ. REINF.
NEW CONC.
FOUNDATION WALL
NEW CONC.
FOOTING
Ftng-Wall-Corners
WALL ENDS
WALL CORNERS WALL INTERSECTIONS
CONCRETE WALL
HORIZ CONCRETE
WALL REINF
BEND NORMAL
WALL REINF OR
PROVIDE BARS OF
SAME SIZE &
SPACING WITH LAP
AS PER REINF BAR
LAP SPLICE SCHED
VERT CONCRETE
WALL REINF
BEND NORMAL WALL
REINF OR PROVIDE BARS
OF SAME SIZE & SPACING
WITH LAP AS PER REINF
BAR LAP SPLICE SCHED
ALTERNATE DIRECTION
HOOKS MAY BE SKEWED
AS REQ'D TO MAINTAIN
CONCRETE COVER
2-VERT BARS AT
WALL ENDS
VERT CONCRETE
WALL REINF
CONCRETE WALL
HORIZ CONC WALL
REINF W/STD 180°
HOOK AT END
CONCRETE WALL
HORIZ CONCRETE
WALL REINF
BEND NORMAL WALL
REINF OR PROVIDE
BARS OF SAME SIZE &
SPACIN…
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